海南岛东南部海岸砂丘风暴冲越沉积记录   总被引：1，自引：0，他引：1  

杨保明  高抒  周亮  赵秧秧  屠佳雨  王成龙 《沉积学报》2017,35(6):1133-1143

通过海南岛东南部海岸详细的古风暴学考察,在尖岭海岸发现了含有风暴冲越沉积物的海岸沙丘剖面,分别命名为JL-1和JL-2剖面,试图从海岸沙丘沉积记录中提取历史上的风暴事件信息。沉积物粒度、磁化率等参数的指标分析表明,这两个剖面含有典型的风暴冲越沉积物,利用放射性核素AMS14C测年、OSL测年分析,并结合历史文献记载,确定这些风暴沉积层是多次台风作用的产物,其形成机制与风暴浪越过海岸沙丘的堆积有关,风暴流越过沙丘顶部后不能回流,导致风暴流携带的沉积物迅速沉积。此外,依据Stockdon经验公式计算结果,该地点沉积记录所代表的最大风暴事件相当于100到200年一遇的重现期。研究表明,该处海岸沙丘冲越沉积含有南海台风强度与重现期的重要信息。  相似文献   

冲积扇沉积向滨岸沉积的转变--以华北克拉通南缘中元古界兵马沟组为例   总被引：1，自引：0，他引：1  

岳亮  刘自亮 《沉积学报》2017,35(4):752-762

中国华北克拉通南缘的前寒武纪沉积地层发育齐全、出露较好,具有较高的研究价值。但前寒武纪的沉积地层年代久远,缺少佐证的生物依据,对沉积环境的判断更多依赖于构造背景、地理环境、岩石类型和沉积构造等,导致前人研究有较多的争议。以华北克拉通南缘汝阳群兵马沟组为例,通过精细分析岩石特征、古水流和沉积相,结合相关地层的区域对比及古地貌的重建,解释了兵马沟组的沉积成因和环境转换。汝阳群沉积地层不整合覆盖在华北克拉通南缘太古宙变质结晶基底或古元古代熊耳群火山-沉积岩系之上,兵马沟组作为汝阳群底部的地层单元,受地形和断裂的明显控制,接受丰富的物源供给,发育了一套极具特色的“双层叠加”沉积地层,代表了从冲积扇沉积到砂砾质滨岸沉积的环境转变,作为华北克拉通南缘以海相为主控的沉积开端,具有重要的科学价值。  相似文献   

北海盆地维京地堑渐新统砂岩侵入体形态特征及成因     

罗铃钞  纪友亮  段小兵  刘龙松 《沉积学报》2017,35(6):1186-1196

砂岩侵入体是由处于浅埋藏阶段、尚未固结的砂质沉积物发生液化并侵入到上覆盖层所形成的一类软沉积物变形,在北海盆地维京地堑渐新统地层中非常发育。为探讨砂岩侵入体的形态特征及诱发机制,通过高分辨率三维地震及测井资料,利用地震反射结构分析、地震相干切片等手段对砂岩侵入现象进行了识别;并结合多边形断层系统、流体充注与砂岩侵入之间的关联性,对砂岩侵入体的成因机制进行了分析。结果表明:在地震剖面上可识别的砂岩侵入体多呈V型或W型强振幅反射特征,其横向展布规模约1~2 km,垂向侵入高度约100~200 m;流体的大规模充注及多边形断层诱发盖层破裂是形成砂体内部超压并诱发其发生液化的关键因素。砂岩侵入体在形成之后可以作为流体运移通道,对强化流体的垂向运移具有重要意义;并且砂岩侵入体本身即可作为油气的有利储集体。因此识别并分析砂岩侵入体的成因机理,对盖层封闭性评价及油气勘探具有重要指导意义。  相似文献   

基于球面退化四叉树格网的GlobeLand30数据表达及精度分析     

朱思坤  赵学胜 《地理信息世界》2017,24(4)

Globe Land30为我国研制的世界上首套全球30 m地表覆盖数据集。该数据采用传统的通用横轴墨卡托投影(UTM)组织数据。为了解决地图投影给全球性问题带来的空间数据断裂及几何变形等问题,本文以球面退化四叉树格网(DQG)为基础,构建一种Globe Land30的全球连续表达模型;并选择相应的精度评价指标,对基于DQG模型表达的几何变形、数据误差的空间位置分布及定量化进行研究。结果表明:基于DQG模型既能保证Globe Land30数据表达的全球连续性,又能保持原有的数据精度,为Globe Land30在全球空间数据的可视化连续表达与深度分析提供了基础。  相似文献   

威海市海岸带地质环境承载力综合评价研究          下载免费PDF全文

万中杰  吴振  王晓光 《山东国土资源》2017,33(7)

该文在威海市海岸带综合地质调查项目的基础上,根据陆域和海域不同的地质环境条件,分别进行了地质环境承载力综合评价。陆域选取了3个一级评价因子和13个二级评价因子建立地质环境承载力评价指标体系,利用层次分析法取得各评价因子权重,再利用模糊数学综合指数法进行了综合评价。海域选取了海底沉积物重金属污染、海底沙坡沙脊、浅层气、浅埋基岩和埋藏下切谷等5个评价因子,采用叠加法进行了综合评价。最终,将研究区地质环境承载力划分为强区、较强区、一般区、较弱区等4类。研究区陆域地质环境承载力相对较强,占总面积的67.67%;其次为一般区,占总面积的31.67%;较弱区零星分布,仅占总面积的0.66%。近海地质环境承载力总体较强,一般区主要分布在威海湾西部,较弱区分布在威海湾以北的广阔海域。  相似文献   

基于天气因素的我国登革热流行风险地图   总被引：1，自引：0，他引：1       下载免费PDF全文

鲁亮  林华亮  刘起勇 《气候变化研究进展》2010,6(4):254-258

全球变暖的大趋势和不断增加的输入病例被认为是登革热在中国重新出现而且流行范围不断扩大的原因。通过对一些登革热流行地区的天气因素进行分析,了解天气因素与登革热之间的关系。广州、福州和宁波的天气因素被用于交叉相关分析,根据天气和登革热疫情的时间关系,构建了我国登革热流行的气象风险地图。结果显示天气因素对登革热疫情都存在8～10周的延迟影响。我国登革热的高风险地区主要在华南和华东的沿海地区。华南地区经常暴发登革热,华东沿海地区的南部近年来也多次暴发登革热。虽然有些地区还没有登革热流行的记录,但应该加强对输入性病例的监测和管理,防止出现本地流行。  相似文献   

Self‐centering structural systems with combination of hysteretic and viscous energy dissipations     

Weng Yuen Kam  Stefano Pampanin  Alessandro Palermo  Athol J. Carr 《地震工程与结构动力学》2010,39(10):1083-1108

This paper presents an innovative set of high‐seismic‐resistant structural systems termed Advanced Flag‐Shaped (AFS) systems, where self‐centering elements are used with combinations of various alternative energy dissipation elements (hysteretic, viscous or visco‐elasto‐plastic) in series and/or in parallel. AFS systems is developed using the rationale of combining velocity‐dependent with displacement‐dependent energy dissipation for self‐centering systems, particularly to counteract near‐fault earthquakes. Non‐linear time‐history analyses (NLTHA) on a set of four single‐degree‐of‐freedom (SDOF) systems under a suite of 20 far‐field and 20 near‐fault ground motions are used to compare the seismic performance of AFS systems with the conventional systems. It is shown that AFS systems with a combination in parallel of hysteretic and viscous energy dissipations achieved greater performance in terms of the three performance indices. Furthermore, the use of friction slip in series of viscous energy dissipation is shown to limit the peak response acceleration and induced base‐shear. An extensive parametric analysis is carried out to investigate the influence of two design parameters, λ₁ and λ₂ on the response of SDOF AFS systems with initial periods ranging from 0.2 to 3.0 s and with various strength levels when subjected to far‐field and near‐fault earthquakes. For the design of self‐centering systems with combined hysteretic and viscous energy dissipation (AFS) systems, λ₁ is recommended to be in the range of 0.8–1.6 while λ₂ to be between 0.25 and 0.75 to ensure sufficient self‐centering and energy dissipation capacities, respectively. Copyright © 2010 John Wiley & Sons, Ltd.  相似文献   

Comparison of LiDAR waveform processing methods for very shallow water bathymetry using Raman,near‐infrared and green signals     

Tristan Allouis  Jean‐Stéphane Bailly  Yves Pastol  Catherine Le Roux 《地球表面变化过程与地形》2010,35(6):640-650

Airborne light detection and ranging (LiDAR) bathymetry appears to be a useful technology for bed topography mapping of non‐navigable areas, offering high data density and a high acquisition rate. However, few studies have focused on continental waters, in particular, on very shallow waters (<2 m) where it is difficult to extract the surface and bottom positions that are typically mixed in the green LiDAR signal. This paper proposes two new processing methods for depth extraction based on the use of different LiDAR signals [green, near‐infrared (NIR), Raman] of the SHOALS‐1000T sensor. They have been tested on a very shallow coastal area (Golfe du Morbihan, France) as an analogy to very shallow rivers. The first method is based on a combination of mathematical and heuristic methods using the green and the NIR LiDAR signals to cross validate the information delivered by each signal. The second method extracts water depths from the Raman signal using statistical methods such as principal components analysis (PCA) and classification and regression tree (CART) analysis. The obtained results are then compared to the reference depths, and the performances of the different methods, as well as their advantages/disadvantages are evaluated. The green/NIR method supplies 42% more points compared to the operator process, with an equivalent mean error (?4·2 cm verusu ?4·5 cm) and a smaller standard deviation (25·3 cm verusu 33·5 cm). The Raman processing method provides very scattered results (standard deviation of 40·3 cm) with the lowest mean error (?3·1 cm) and 40% more points. The minimum detectable depth is also improved by the two presented methods, being around 1 m for the green/NIR approach and 0·5 m for the statistical approach, compared to 1·5 m for the data processed by the operator. Despite its ability to measure other parameters like water temperature, the Raman method needed a large amount of reference data to provide reliable depth measurements, as opposed to the green/NIR method. Copyright © 2010 John Wiley & Sons, Ltd.  相似文献   

Critical notch depths for failure of coastal limestone cliffs: case study at Kuro‐shima Island,Okinawa, Japan     

Tetsuya Kogure  Yukinori Matsukura 《地球表面变化过程与地形》2010,35(9):1044-1056

Development of a notch at the base of a cliff reduces cliff stability and often induces a collapse. Pleistocene limestone coastal cliffs of elevation 5?m in Kuro‐shima, Ryukyu Islands, have a prominent notch with a depth of 3–4?m at their bases. Around these coastal cliffs, collapses different from previous studies of cliff collapses in the Ryukyu Islands were found; collapses in Kuro‐shima have a horizontal failure surface. The horizontal failure surface, situated at the height of the failure surface corresponding to the retreat point of the notch, is bounded by vertical joints cutting the whole cliff and the reef flat in front of the cliff. Two types of horizontal failure surface were found, triangular and quadrangular; the distinction appears to depend on the angle between the vertical joints and the front face of the cliff. Prior to collapse, these cliffs appear to have been separated from the adjacent cliffs by the development of vertical joints. Consequently, a cliff that will collapse can be identified in advance; cliff instability is strongly dependent on the development of a notch. To study the effect of notch development on cliff collapse, the notch depth at which collapse occurs was calculated using stability analysis. Instability of a cliff increases with notch depth; collapse occurs at the horizontal failure surface when the ratio of the notch depth to the seaward length of the cliff is approximately 0·5–0·7 for a triangular failure surface, and 0·7–0·9 for a quadrangular failure surface. Copyright © 2010 John Wiley & Sons, Ltd.  相似文献   

Biogenic origin of coastal honeycomb weathering     

George E. Mustoe 《地球表面变化过程与地形》2010,35(4):424-434

Honeycomb weathering occurs in two environments in Late Cretaceous and Eocene sandstone outcrops along the coastlines of south‐west Oregon and north‐west Washington, USA, and south‐west British Columbia, Canada. At these sites honeycomb weathering is found on subhorizontal rock surfaces in the intertidal zone, and on steep faces in the salt spray zone above the mean high tide level. In both environments, cavity development is initiated by salt weathering. In the intertidal zone, cavity shapes and sizes are primarily controlled by wetting/drying cycles, and the rate of development greatly diminishes when cavities reach a critical size where the amount of seawater left by receding tides is so great that evaporation no longer produces saturated solutions. Encrustations of algae or barnacles may also inhibit cavity enlargement. In the supratidal spray zone, honeycomb weathering results from a dynamic balance between the corrosive action of salt and the protective effects of endolithic microbes. Subtle environmental shifts may cause honeycomb cavity patterns to continue to develop, to become stable, or to coalesce to produce a barren surface. Cavity patterns produced by complex interactions between inorganic processes and biologic activity provide a geological model of ‘self‐organization’. Surface hardening is not a factor in honeycomb formation at these study sites. Salt weathering in coastal environments is an intermittently active process that requires particular wind and tidal conditions to provide a supply of salt water, and temperature and humidity conditions that cause evaporation. Under these conditions, salt residues may be detectable in honeycomb‐weathered rock, but absent at other times. Honeycomb weathering can form in only a few decades, but erosion rates are retarded in areas of the rock that contain cavity patterns relative to adjacent non‐honeycombed surfaces. Copyright © 2010 John Wiley & Sons, Ltd.  相似文献